Odisha Lift Irrigation Corporation Limited Tender
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Costs
EMD
₹ 13,520Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_OLIC_48465_13Bid Award Id
ViewTender No
.01/2018-19 OLIC(BAM)Tender Authority
Odisha Lift Irrigation Corporation Limited ViewPurchaser Address
-Website
http://http://www.odishalift.co.in/
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Documents
BOQ Items
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C.C(1:4:8) with 4 Cm. size H.B.G metal laying and hoisting etc. complete with curing as per direction of Engineer-in-charge
3.94
-
4453.79
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Cement concrete (1:2:4) with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge
0.3
-
5789.47
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Brick work C.B bricks having crushing strength not less than 75kg./cm2 with dimensional tolerance + 8% in cement mortar (1:6) in foundation and plinth with curing etc.complete as per direction of Engineer-in-charge.
10.33
-
3073.97
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12 mm thick cement plastering with cement mortar (1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge.
109.56
-
111.8
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Rigid smooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. complete for chqajjha,slab etc.
49.81
-
344.19
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Cement concrete (1:2:4) for R.C.C. works with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge
5
-
6272.9
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Providing & supplying of M.S.Rod for for M.S. Reinforcement for R.C.C work including cutting, bending, binding & tying the grills & placing in position including cost of binding wire etc.complete as per direction of Engineer-in-charge
3.51
-
5958.26
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Filling F & P with excavated materials, earth, moorum including watering and ramming as directed by the Engineer-in-charge.
682.1
-
7394.42
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Labour charges for conveyance of 200mm dia PVC pipes from stack yard to work site and Laying & fitting of the same as per direction of site Engineer in charge.
876
-
64.58
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Cost & labour charge for holding down the foundation nut & bolts for base plate &fixing of base plate in position etc. as per direction of Engineer in charge.
1
-
350
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Rigid smooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. complete for lintel
0.7
-
220.79
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Ist Class C.B.Brick (25cm x 12 cm x 8 cm ) having crushing strength not less than 75kg./cm2 with dimensional tolerance + 8% in cement mortar (1:6) in Superstructure with curing etc.complete as per direction of Engineer-in-charge.
6.44
-
3107.3
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Providing ,fitting & fixing of GI Plain shutter with MS angles & frames confirming to IS No.6248/7 of size (1.00x1.20)sq.mtr including all costs,taxes etc complete as per satisfaction of Engineer-in-Charge.
1
-
6500
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2.5 cm artificial stone flooring with cement concrete (1:2:4) including punning using 12mm size hard broken granite chips etc. complete with curing as per direction of Engineer-in-charge
6.25
-
263.97
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Painting two coats with any approved paint over a coat of primer on new M.S Shutter including cost of paint ,primer and labour charges and all taxes etc..complete as per direction of Engineer-in-Charge.
6
-
93.45
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Finishing walls with water proofeing cement paint of approved shade on new work two coats to give an even shape including cost of paint etc.complete as per direction of Engineer-in-Charge.
80.1
-
24.3
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Providing ,fitting & fixing of Ventilator to Pump chamber of size 0.30x0.20 mtr size including all costs,taxes etc complete as per satisfaction of Engineer-in-Charge.
2
-
250
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Providing electrificaton to the Pump chamber by wiring the room with required item of materials including cost ofmaterial,labour,T& P etc. complete as per direction of Engineer-in-charge.
1
-
1000
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Cost of painting and lettering the detail salient features of project over the masanory sign board etc. complete as per direction of Engineer-in-Charge
1
-
1000
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Installation of Mono Block Pump Set,on fixed foundation , fitting of 100 mm dia G.I.Pipe in Suction side & delivery side with required G.I.Flange, Bend, socket, primary unit, foot valve,N.R.Valve, nut bolt, rubber packing etc., cutting ,threading & welding of G.I.Pipe connecting the same with Z type to main pressure P.V.C. pipe line including cost of white lead paint ,cotton tape,M seal ,hickaw blade and other unforseen items as required for fitting works ,earch cutting of river bank , river belt, making Sump pit for dipping of foot valve at required depth for smooth running of Pump set including all transportation of materials etc.& Electrical connection complete as per direction of the site Engineer-in-charge
1
-
10260
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Providing ,fitting & fixing of GI Plain shutter with MS angles & frames confirming to IS No.6248/7 of size (1.00x1.20)sq.mtr including all costs,taxes etc complete as per satisfaction of Engineer-in-Charge.
1
-
7045
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100mm dia nominal bore G.I.Pipe having wall thickness 4.5mm electrical resistance welded of medium class conforming to IS - 1239 (part-I/2004) with latest mendments, screwed at both ends as per IS -554 socketed at one end and the other end protected with plastic threaded protector. The socket conforming to IS:1239 (Part-II/1992) with latest Amendments in random length of 4 to 7 mtrs. Each pipe should bear ISI Certification and manufacturers name/trademark .
21
-
823
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100mm dia G.I.Bend confirming to IS No. 1239 (Pt-II/1992)
5
-
794
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100mm dia G.I.Screw Boss Flange conforming to IS:No.6392/72
8
-
445
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110 H.P Manoblock centrifugal pump set 1700 LPM at 18 mtr head squarrel cage induction motor fitted with campanion flanges and CI "F" insulation suitable for operation at 415 volt + 6% - 15% , 3 phase 50 Hz A.C power supply confirming to I.S 9079 /2002 with ISI mark and guarantee. The materials of construction as given below.
(a) Casing : F.C. 200 as per IS 210/1978.
b) Impeller : Bronze grade LTB - 2 of IS 318/1981.
c) Shaft : High Carbon steel grade 40c 8 of IS 1570(Part-2)
d) Gasket : As per IS 5120/1977.
1
-
30800
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Auto Star Delta Starter of sheet Steel enclosure suitable for operation of squirrel cage Induction Motor up to 15 HP with 20 MP ( AC/3) duly contactor at 415 Volt + 6% - 15% , 3 phase 50 Hz , A.C supply with Over Load Relay range 8.9 to13.5 Amp and No volt coil with electronic timer suitable for operation at voltage range of 300 -440 volt and to provide dependable protection during over load and single phasing as per direction of Engineer-in-charge.
1
-
5993
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Main Switch 63 Amp including fitting and fixing as per IS No.-4064(Part-I & II) with utilisation capacity category AC-22.
1
-
2361
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3 Core x 10mm² Insulated ( HD ) armoured Electric Cable with Alluminium conductor for use in 3 phase power system of working voltage up to and including 1100 Volts at 50 Hz confirming to IS 1554 (Pt - 5 ) / 1988.with ISI mark & guarantee.as per direction of site Engineer in charge.
28
-
103
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100x100x50mm dia GI Tee with plug
1
-
721
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3 Ø - 4 wire 20 - 100 Amp. 3 x 230 Volt (P-N) current meter with ISI mark as approved and tested by DISTCO with matching fibre glass & T.P Box.
1
-
6737
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Motor Hood cover size 0.60 mtr. X 0.45mtr. X0.45 mtr made with.18 SWG(cold rolled) M.S. sheet with one coat of red oxide primer & two coats of smoke Gray enamel paint on both the sides (in side & out side)suitable to cover 3 phase centrifugal mono block pump set from 10 HP to 20 HP & havng provisiion for attachment weith the groups on rear side of the pannel board as per direction of Engineer-in-charge.
1
-
758
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Base for Motor of size 0.53mx0.28 made with 75mm M.S. Channel having suitable holes for fitting of different size and make 3 phase centrifugal mono block pump set from 10 HP to 20 HP colored with one coat of red oxide primer and two coats of smoke gray paint as per direction of Engineer-in-charge..
1
-
1012
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50 mm dia C.I. Air Release Valve (Single Action) confirming to IS 14845 (SI) with all assericies such as Shaddle,pipe etc.
2
-
2405
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100 mm dia C.I. Screw Base Kirloskar Make Foot valve as per ISI standard specifications.
1
-
1183
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100 mm dia C.I. N.R.Valve confirming to IS - 5312 (Pt-I) with ISI mark , GM fitting S/S hinge pin , without by pass
1
-
9221
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200 mm dia PVC Bend (6Kgf/Cm2)
2
-
1751
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Rigid UPVC pipe of 200 mm dia Ivory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC of straight length of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5 Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000 including transportation and laying at site all complete.
876
-
331
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200 mm x110mm dia PVC Reducing Socket (6Kgf/Cm2)
1
-
417
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200 mm dia PVC End Cap (6Kgf/Cm2)
4
-
297
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200 mm dia PVC Equal Tee (6Kgf/Cm2)
3
-
907
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200X200X110mm dia PVC Tee attached with 110mm dia PVC pipe of minimumlength of 1.00mtr jointed through 110mm dia PVC /MS elbow connected to 100 mm dia GIpipe of 0.75mtr length covering with 2 nos of 100mm dia GI.Flange (1 no. of 100mm dia open flange and 1 no. of 100mm dia blind flange and with hinges gaskets arrangement , including grinding & fiiting charges and chrges towards excavation and filling etc. complete as directed by Engineer-in-charge.
9
-
4800
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Schedule B (Electrical Works)
-
-
-
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Construction of 3 phase 11 KV line as per REC standard confirming to IE Rules 1956 with 300 kg 9 Mtr long PSC Pole with 55 mm² AAAC , 11 KV "V" Cross arm (10.2 k.g. each), with required No.of 11 KV T & C Disc. Insulators 70KN in tension point & 11 KV Pin insulators, Couping & Padding of Poles. Danger Board at each Pole, Anti Climbing Devices, Stay Set at Bending point & double stay at end point with 18 mm G.I.H.T.Stay, concreting of Stay with Anchor plate, guarding at Road crossings etc. including cost of all materials, labour transportation,inspection & commissioning etc. complete.
0.9
-
300700
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Construction and erection of 11 /0.4 KV , 25 KVA Double Pole mounted Substation Star rated confirming to RE Rules 1956, mounted on 2.44 Mtr. Long structure, supported in 300 kg 9 mtr long PSC pole,transformer hard channel & top channel made of 2.8 M long 100 X 50 X 6 mm M.S.Channel (9.2 kg/mtr), Transformer belting on 2.80 M long 50 X 50 X 5 mm M.S.Angle(4.5 kg/mtr),, (all REC SPN Std.F-3) with all accessories like 3 pole 11 KV HG Fuse(F-5)& A.B.Switches(F-9) both mounted on 2.8 M long 75 X 40 X 6 mm M.S.Channel and supported by 1.0 M long 50 X 50 X 6 mm M.S.Angle, with 3 No. 11 KV Lightening Arrestors & Distribution box for 25 KVA S/S, G.I.pipe earthing with 25X5mm G.I.Flats including cost of 25 KVA 11/0.4 K.V. 3 star rated Transformer , 35 Sqmm 3 ½ Core PVC Cable - 40 mtr couping & padding of Poles, Danger board at each Pole, Anti climbing Devices & all other necessary fittings i.e required size Nuts & Bolts, Brackets, Cable, Cable Sockets etc.,fencing of S/S (8'X12')witrh 10nos RCC Pillers ,barbed wire & grill gate locking arrangement & metal spreading including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning.
1
-
218547
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Construction of 3 phase 4 wire Line using 8 mtr long 200 kg PSC Poles with LT XLPE AB Cable of (3X35 mmSq.+ 1X25mm sq.) along with all required materials and concreting of stay/poles LT Dead end clamp, suspension clamp with I - hook, stay accessories such as Wire Insulators, clamp etc. to complete power supply as per the field condition (40m Span length).
0.04
-
460550
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Earthing installation with required earthing materials like charcoal, common salt, conduit pipe, soft solder alcaps ,nuts & bolts, cable socket etc. including excavation of earth pits 2 Nos of size 1200mm X1200mm X 3000mm for fixing of earthing pipe 2 Nos of size 30mm dia X 3000 mm length with required slotting in pipes & fittings with 30 mm dia G.I.Flange etc. includidng excavation of earthing trench for laying of earthing G.I.Wire & filling the Trench Pits after fixing of pipes on completion on earthing work and pannel wiring with required 4mm2/2.5mm2 PVC coper wire including supply & transportation of materials to work site as per the direction of site Engineer in-charge.
1
-
6784
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